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ANSYS两段命令流在分析上有啥区别

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发表于 2014-5-24 12:22:33 | 显示全部楼层 |阅读模式
最近两天试着用ANSYS建一个瞬变模型,想看看程序有什么反应,于是按上图中(a)编段命令流

第一步:我是用BEAM188单元是三维单元,认为建立模型时应该将平面外约束都给约束上,于是有下面的命令流:

FINISH$ /CLEAR$ /PREP7  
ET, 1, BEAM188$ TYPE, 1        
C30=1$ MP, EX, C30, 33000000000      
MP, PRXY, C30, 0.3$ MP, DENS, C30, 2600  
Z1010=1    
SECTYPE, Z1010, BEAM, RECT$ SECDATA, 0.01, 0.01
/VIEW, 1, 1, 1, 1$ /VUP, 1, Z
N, 1, 0, 0, 0$ N, 2, 3, 0, 0$ N, 3, 6, 0, 0$ N, 4, 9, 0, 0    
MAT, C30$ SECNUM, Z1010                                
EN, 1, 1, 2$ EN, 2, 2, 3$ EN, 3, 3, 4      
D, 1, UX, 0, 0, 0, 0, UY, UZ, ROTX, ROTY
D, 2, UZ
D, 3, UZ
D, 4, UX, 0, 0, 0, 0, UY, UZ, ROTX, ROTY
NSLE, , , 2$ ESLN, S$ ENDRELEASE, , -1, ROTZ
NSLE, , , 3$ ESLN, S$ ENDRELEASE, , -1, ROTZ
F, 2, FY, 1              
FINISH                                                  
/SOLU$ SOLVE$ FINISH

运行后出现一个警告和一个错误提示:

*** WARNING ***                         CP =       2.328   TIME= 22:27:18
No shape testing has been performed on 2 of the 3 selected elements.    
To perform shape testing on these elements and see any warning          
messages about the others, please issue the CHECK command.            

*** ERROR ***                           CP =       2.703   TIME= 22:27:19
The value of UY at node 2 is 6.355886571E+13.  It is greater than the  
current limit of 1000000.  This generally indicates rigid body motion  
as a result of an unconstrained model.  Verify that your model is      
properly constrained.  

错误信息应该是几何可变体系造成的,这是我期望的结果,但警告信息是什么意思呢?

第二步:我又琢磨,是不是没有平外约束也可以进行判断,于是把上面的边界约束改了一下,其它部分没有改变,下划线部分改成如下形式:

FINISH$ /CLEAR$ /PREP7  
ET, 1, BEAM188$ TYPE, 1        
C30=1$ MP, EX, C30, 33000000000      
MP, PRXY, C30, 0.3$ MP, DENS, C30, 2600  
Z1010=1    
SECTYPE, Z1010, BEAM, RECT$ SECDATA, 0.01, 0.01
/VIEW, 1, 1, 1, 1$ /VUP, 1, Z
N, 1, 0, 0, 0$ N, 2, 3, 0, 0$ N, 3, 6, 0, 0$ N, 4, 9, 0, 0    
MAT, C30$ SECNUM, Z1010                                
EN, 1, 1, 2$ EN, 2, 2, 3$ EN, 3, 3, 4      
D, 1, UX, 0, 0, 0, 0, UY
D, 4, UX, 0, 0, 0, 0, UY
NSLE, , , 2$ ESLN, S$ ENDRELEASE, , -1, ROTZ
NSLE, , , 3$ ESLN, S$ ENDRELEASE, , -1, ROTZ
F, 2, FY, 1              
FINISH                                                  
/SOLU$ SOLVE$ FINISH

运行后出现两个警告和一个错误提示,多了一个警告信息:

*** WARNING ***                         CP =       3.906   TIME= 22:31:35
No shape testing has been performed on 2 of the 3 selected elements.    
To perform shape testing on these elements and see any warning          
messages about the others, please issue the CHECK command.            

*** WARNING ***                         CP =       4.344   TIME= 22:31:37
Small equation solver pivot term encountered at ROTX DOF of node 5.    
ANSYS automatically constrained this DOF.  Check for an insufficiently  
constrained model.                                                    

*** ERROR ***                           CP =       4.344   TIME= 22:31:37
The value of UY at node 2 is 1.475167508E+14.  It is greater than the  
current limit of 1000000.  This generally indicates rigid body motion  
as a result of an unconstrained model.  Verify that your model is      
properly constrained.

第三步:于是我将下划线部分改成:

D, 1, UX, 0, 0, 0, 0, UY, ROTX
D, 4, UX, 0, 0, 0, 0, UY, ROTX

运行后出现一个警告和一个错误提示,跟第一步结果类似。

问题

第一个:为什么要加ROTX这个约束?

第二个:perform shape testing 该如何修改?

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